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CHESTNUT/GUINOTTE over FILL

Map 

Coordinates:
+39.11941, -94.54839
39°07'10" N, 94°32'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESTNUT/GUINOTTE over FILL
Structure number:25387
Old structure number:U2220S026B23 (from 1992 edition)
Location:S 34 T 50 N R 33 W
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:2,990 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,604,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201471.0Functionally obsoleteGoodGoodFair2990
May 201271.0Functionally obsoleteGoodGoodFair2990
April 201082.1Functionally obsoleteGoodGoodSatisfactory2990
April 200882.1Functionally obsoleteGoodGoodGood2990
February 200677.8Functionally obsoleteGoodGoodGood52990
April 200480.7Functionally obsoleteGoodGoodGood5800
June 200280.7Functionally obsoleteGoodGoodGood5800
July 200080.6Functionally obsoleteGoodGoodGood5800
July 199880.2Functionally obsoleteGoodGoodGood6402
October 199097.1Not deficientExcellentExcellentExcellent5120